HRP20100589T1 - Method for reinforcing supporting walls - Google Patents

Method for reinforcing supporting walls Download PDF

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Publication number
HRP20100589T1
HRP20100589T1 HR20100589T HRP20100589T HRP20100589T1 HR P20100589 T1 HRP20100589 T1 HR P20100589T1 HR 20100589 T HR20100589 T HR 20100589T HR P20100589 T HRP20100589 T HR P20100589T HR P20100589 T1 HRP20100589 T1 HR P20100589T1
Authority
HR
Croatia
Prior art keywords
anchor
holes
anchors
wire baskets
filled
Prior art date
Application number
HR20100589T
Other languages
Croatian (hr)
Inventor
Sinner Udo
Original Assignee
Bau-Sanierungstechnik Gmbh
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Bau-Sanierungstechnik Gmbh filed Critical Bau-Sanierungstechnik Gmbh
Publication of HRP20100589T1 publication Critical patent/HRP20100589T1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0208—Gabions

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Retaining Walls (AREA)
  • Piles And Underground Anchors (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Pressure Welding/Diffusion-Bonding (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

The method involves filling a load distribution hollow space (8), anchor boreholes (3), flush boreholes (10) and outlet boreholes (9) with mortar. Anchor rods (11) e.g. threaded rods, are inserted into the flush boreholes and the outlet boreholes before filling the flush and outlet boreholes with the mortar. The anchor rods comprise connecting elements (12) at an end projecting from a front side of a supporting wall (1) and made of concrete ribbed steel. Wire baskets are attached to the connecting elements of the anchor rods. The wire baskets are filled and closed with stones.

Claims (9)

1. Postupak za osiguranje potpornih zidova, koji se sastoji od slijedećih koraka: a) sidreni provrti, te provrti za ispiranje i provrti za odvodnju se buše kroz potporni zid; b) u produžetku sidrenih provrta u tlu su izvedene sidrene rupe koje su isprane ili izbušene; c) u svakom sidrenom provrtu i pripadajućoj sidrenoj rupi umetnut je sidreni vijak, te je učvršćen sa stlačenom žbukom; d) šupljine za raspodjelu opterećenja se ispiru iza potpornog zida; e) šupljine za raspodjelu opterećenja, sidreni provrti i provrti za ispiranje i provrti za odvodnju su ispunjeni sa žbukom, naznačen time da ima slijedeće korake: f) štapna sidra (11) su ubačena u provrte za ispiranje (10) i provrte za odvodnju (9) prije punjenja žbukom, te su na njihovom kraju koji se pruža od prednje strane potpornog zida (1) opremljeni sa odgovarajućim priključnim elementom (12); g) na priključnim elementima (12) sidrene šipke (11) su čvrsto učvršćene žičane košare (14); h) žičane košare (14) su ispunjene sa kamenjem i zatvorene.1. Procedure for securing retaining walls, which consists of the following steps: a) anchor holes, flushing holes and drainage holes are drilled through the retaining wall; b) in the extension of the anchor holes, anchor holes were made in the ground that were washed out or drilled; c) an anchor screw is inserted in each anchor hole and the corresponding anchor hole, and it is fixed with compressed plaster; d) cavities for load distribution are flushed behind the supporting wall; e) cavities for load distribution, anchor holes and flushing holes and drainage holes are filled with plaster, characterized by having the following steps: f) rod anchors (11) are inserted into the flushing holes (10) and drainage holes (9) before filling with plaster, and at their end extending from the front of the supporting wall (1) are equipped with a suitable connecting element (12) ); g) wire baskets (14) are firmly attached to the connecting elements (12) of the anchor rods (11); h) wire baskets (14) are filled with stones and closed. 2. Postupak prema zahtjevu 1, naznačen time da sidreni vijci (5) koji se koriste prema postupku iz koraka c) su štapna sidra, sidra zalivena pod tlakom, injekcijska sidra ili piloti zaliveni pod tlakom.2. The method according to claim 1, characterized in that the anchor bolts (5) used according to the procedure from step c) are rod anchors, anchors poured under pressure, injection anchors or piles poured under pressure. 3. Postupak prema zahtjevu 1, naznačen time da su žičane košare (14) prema postupku iz koraka g) učvršćene slojevito.3. The method according to claim 1, characterized in that the wire baskets (14) are fixed in layers according to the procedure from step g). 4. Postupak prema zahtjevu 3, naznačen time da su žičane košare (14) učvršćene slojevito u slijedu jedna iza druge, te su ispunjene. 4. The method according to claim 3, indicated by the fact that the wire baskets (14) are fixed in layers in sequence one behind the other, and are filled. 5. Postupak prema zahtjevu 1, naznačen time da je priključni element svakog štapnog sidra (11) oblikovan krajem sidra (12) koje je postavljeno pod kutom prema gore u obliku kuke. 5. The method according to claim 1, characterized in that the connecting element of each rod anchor (11) is formed by the end of the anchor (12) which is placed at an angle upwards in the form of a hook. 6. Postupak prema zahtjevu 1, naznačen time da su štapna sidra (11) izvedena od rebrastog betonskog čelika.6. The method according to claim 1, characterized in that the rod anchors (11) are made of ribbed concrete steel. 7. Postupak prema zahtjevu 1, naznačen time da su štapna sidra (11) sidra sa navojem.7. The method according to claim 1, characterized in that the rod anchors (11) are threaded anchors. 8. Postupak prema zahtjevu 1, naznačen time da su žičane košare (14) ispunjene sa kamenjem (16) učvršćene za priključne elemente (12) štapnih sidra (11).8. The method according to claim 1, characterized in that the wire baskets (14) filled with stones (16) are fixed to the connection elements (12) of the rod anchors (11). 9. Postupak prema zahtjevu 1, naznačen time da je trakasti temelj (15) konstruiran u podnožju potpornog zida(1) ispod žičanih košara (14).9. The method according to claim 1, characterized in that the strip foundation (15) is constructed at the base of the supporting wall (1) under the wire baskets (14).
HR20100589T 2008-04-11 2010-11-02 Method for reinforcing supporting walls HRP20100589T1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102008018382A DE102008018382A1 (en) 2008-04-11 2008-04-11 Method for securing retaining walls

Publications (1)

Publication Number Publication Date
HRP20100589T1 true HRP20100589T1 (en) 2010-12-31

Family

ID=40852020

Family Applications (1)

Application Number Title Priority Date Filing Date
HR20100589T HRP20100589T1 (en) 2008-04-11 2010-11-02 Method for reinforcing supporting walls

Country Status (7)

Country Link
EP (1) EP2108744B1 (en)
AT (1) ATE476558T1 (en)
DE (2) DE102008018382A1 (en)
ES (1) ES2350417T3 (en)
HR (1) HRP20100589T1 (en)
PL (1) PL2108744T3 (en)
SI (1) SI2108744T1 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008030671A1 (en) * 2008-07-01 2010-01-07 Bau-Sanierungstechnik Gmbh Method for securing retaining walls
RU2453652C1 (en) * 2010-11-03 2012-06-20 Всеволод Павлович Егий Anchor fixture of piling wall (versions)
CN103031843A (en) * 2012-12-26 2013-04-10 苏州市能工基础工程有限责任公司 Steel product with fusible bonding layer and recovery method thereof
CN102995638A (en) * 2012-12-26 2013-03-27 苏州市能工基础工程有限责任公司 Steel with fusible wrapping layer
RU191771U1 (en) * 2019-05-31 2019-08-21 Федеральное государственное автономное образовательное учреждение высшего образования "Сибирский федеральный университет" REINFORCED CONSTRUCTION FROM GABIONS
CN114658045B (en) * 2022-04-15 2024-03-01 福州市勘测院有限公司 Active retaining wall repairing construction method

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3408461A1 (en) * 1984-03-08 1985-09-19 Kurt G. Dipl.-Ing. 6100 Darmstadt Ross METHOD FOR RENOVATING SUPPORT WALLS
DE3716100A1 (en) 1987-05-14 1988-12-01 Ross Kurt G METHOD FOR SECURING SUPPORT WALLS
JP2945629B2 (en) * 1996-01-29 1999-09-06 新興工材株式会社 Reform foam on existing wall surfaces and relocation wall material attachment position
DE19808020C2 (en) 1998-02-26 2000-09-21 Kurt G Ross Procedure for the renovation of retaining walls
FR2825392B3 (en) * 2001-05-31 2003-03-21 Pierre Roger Yvon Cuisset PROTECTION FROM FIRE BY GABIONS ANCHORED FENCING OF WORKS OF LAND REINFORCED BY GEOTEXTILES OR THE LIKE
DE102004042517A1 (en) 2004-04-02 2005-11-03 Ross, Kurt G., Dipl.-Ing. Method for securing vertical embankments using retaining boards secured by earth anchors and fitted with wire baskets filled with decorative infill

Also Published As

Publication number Publication date
DE502009000054D1 (en) 2010-09-16
PL2108744T3 (en) 2011-01-31
EP2108744B1 (en) 2010-08-04
ATE476558T1 (en) 2010-08-15
ES2350417T3 (en) 2011-01-21
DE102008018382A1 (en) 2009-10-15
SI2108744T1 (en) 2010-12-31
EP2108744A1 (en) 2009-10-14

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